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材料导报  2026, Vol. 40 Issue (5): 25040193-6    https://doi.org/10.11896/cldb.25040193
  无机非金属及其复合材料 |
高性能可拆除灌浆料材料性能及灌浆套筒接头单向拉伸连接性能研究
陈驹1,*, 张瑞强1, 宋沙沙2,3
1 浙江大学建筑工程学院,杭州 310030;
2 绍兴文理学院土木工程学院,浙江 绍兴 312000;
3 同济大学土木工程学院,上海 200092
Study on High Performance Demolishable Grout: Material Properties and Uniaxial Tensile Behavior of Grouted Sleeve Joints
CHEN Ju1,*, ZHANG Ruiqiang1, SONG Shasha2,3
1 College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310030, China;
2 School of Civil Engineering, Shaoxing University, Shaoxing 312000, Zhejiang, China;
3 College of Civil Engineering, Tongji University, Shanghai 200092, China
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摘要 针对套筒灌浆缺陷修复难题,提出了一种高性能可拆除灌浆料(High performance demolishable grout,HPDG),并对其进行了材料性能研究及其对灌浆套筒接头单向拉伸连接性能的影响研究。开展了不同相变材料(聚甲基丙烯酸甲酯,Polymethyl methacrylate,PMMA)掺量的HPDG的材料性能试验,及HPDG灌浆套筒接头在常温(20 ℃)及高温(200 ℃)下的单向拉伸试验。结果表明:(1)HPDG常温下各项性能指标均满足现行规范要求,高温下PMMA相变导致HPDG类似多孔混凝土,抗压强度急剧降低,利于拆除;(2)常温下,HPDG灌浆套筒接头单向拉伸性能指标符合现行规范要求,高温下破坏模式均为钢筋黏结滑移破坏,拔出力随HPDG抗压强度减小而降低,且低于钢筋屈服荷载,使得在钢筋弹性应力范围内实现套筒拆除;(3)综合评估HPDG强度和可拆除性能,确定35%的PMMA掺量为最优值。
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陈驹
张瑞强
宋沙沙
关键词:  灌浆套筒缺陷修复  高性能可拆除灌浆料(HPDG)  材料性能  单向拉伸试验  连接性能    
Abstract: To address the challenge of repairing defects in grouted sleeve connections, a novel high-performance demolishable grout (HPDG) was proposed, and its material properties and its influence on the uniaxial tensile joint performance of grouted sleeve joints were investigated. The material properties of HPDG incorporating varying concentrations of phase change materials (i.e., polymethyl methacrylate, PMMA) were conducted, and uniaxial tensile tests on HPDG-filled grouted sleeve joints were performed under both ambient (20 ℃) and elevated (200 ℃) temperature conditions. The experimental findings demonstrated that: (i) all performance parameters of HPDG under 20 ℃ were found to comply with current regulatory standards. At 200 ℃, the phase transition of PMMA was observed to induce a porous concrete-like microstructure in HPDG, accompanied by a significant reduction in compressive strength, thereby facilitating demolition. (ii) The uniaxial tensile performance of HPDG-filled grouted sleeve joints was validated to satisfy specification requirements at 20 ℃. Under 200 ℃, failure was characterized by rebar bon-ding slippage, with the pull-out force diminishing proportionally to the compressive strength degradation of HPDG. Critically, the residual pull-out force remained below the yield load of the embedded steel reinforcement, enabling sleeve disassembly within the elastic stress range of the rebar. (iii) Through a comprehensive evaluation of strength and demolishability, the HPDG formulation containing 35% PMMA was identified as the optimal parameter configuration.
Key words:  grouted sleeve defect repair    high performance demolishable grout (HPDG)    material property    uniaxial tensile test    connection performance
出版日期:  2026-03-10      发布日期:  2026-03-10
ZTFLH:  TU375  
基金资助: 浙江省自然科学基金(LZ25E080003)
通讯作者:  *高颖,硕士,河北工程大学副教授、硕士研究生导师。长期从事道路新型材料、固体废弃物综合利用等研究。gaoying@hebeu.edu.cn   
引用本文:    
陈驹, 张瑞强, 宋沙沙. 高性能可拆除灌浆料材料性能及灌浆套筒接头单向拉伸连接性能研究[J]. 材料导报, 2026, 40(5): 25040193-6.
CHEN Ju, ZHANG Ruiqiang, SONG Shasha. Study on High Performance Demolishable Grout: Material Properties and Uniaxial Tensile Behavior of Grouted Sleeve Joints. Materials Reports, 2026, 40(5): 25040193-6.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25040193  或          https://www.mater-rep.com/CN/Y2026/V40/I5/25040193
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